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| 1 | Sluice Renovation |
| 2 | OD328686/2024-2025:Putting up ring bund having top width 1.00m, bottom width 2.00m and an average height of 2.00m using bamboo post of 2.50m long 100mm dia driven 50cm below bed level at 60 cm c/c verticalspacing, 1/3rd split bamboo reapers fitted horizontally at 30cm c/c, bamboo cross ties at 100cm c/c, side screening with plaited coconut cadjan madals including coir yarn for tying inclusive ofall labour charges and filling with own earth between screening in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming & watering and maintaining thebund leakproof for the maintaining period including labour for dismantling the bund after completion of the work etc. complete as per direction. |
| 3 | OD328715/2024-2025:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete. [As per DAR 60.2.2] |
| 4 | OD329965/2024-2025:Engaging Labour |
| 5 | OD417960/2024-2025:DOWEL BARS - Supplying and providing MS dowel bars of size 12 mm dia of 0.90m long (0.45m in rock/concrete and 0.45m in concrete ) including drilling holes of 16mm dia to a depth of 0.45m in rock/concrete andfilling the gap with cement grout ( 0.10kg/each), etc. complete. |
| 6 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 7 | OD328704/2024-2025:DR PACKING FOR APRONS with Departmental Stone- Rough stone dry packing for apron with departmental rubble including packing to compactness to lines levels, labour charges etc. complete as per direction of Departmental officers at site. [Modified 60.7.4] |
| 8 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 9 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 10 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 11 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size |
| 12 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 13 | OD329906/2024-2025:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to withstand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental officers. [Prepared based on DAR 60.63.2] |
| 14 | OD329907/2024-2025:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental officers. [Prepared based on DAR 60.63.1] |
| 15 | OD329914/2024-2025:Supplying and fixing Name board at site as per the direction of departmental officers at site. |
